不同含水和密实状态下珊瑚砂地基承载特性试验研究

郭毓熙; 章懿涛; 方祥位; 姚志华; 胡丰慧; 申春妮

doi:10.11835/j.issn.2096-6717.2022.139

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不同含水和密实状态下珊瑚砂地基承载特性试验研究

土木工程 | 更新时间：2023-09-19

- 不同含水和密实状态下珊瑚砂地基承载特性试验研究
- Experimental study on bearing characteristics of coral sand foundation under different water content states and relative compactnesses
- 土木与环境工程学报 2023年45卷第5期页码：49-57
- 作者机构：
  
  1.重庆大学土木工程学院，重庆 400045
  2.江西铜业股份有限公司贵溪冶炼厂，江西贵溪 335424
  3.空军工程大学机场建筑工程系，西安 710038
  4.重庆科技学院建筑工程学院，重庆 401331
- 作者简介：
  
  郭毓熙（1996- ），男，主要从事岩土微生物技术及应用研究，E-mail：54gyx@163.com。
  方祥位（通信作者），男，博士，教授，博士生导师，E-mail：fangxiangwei1975@163.com。
- 基金信息：
  
  国家自然科学基金(51978103);重庆英才计划优秀科学家项目(cstc2021ycjh-bgzxm0051);基础加强计划技术领域基金(2019-JCJQ-JJ-082)
- DOI：10.11835/j.issn.2096-6717.2022.139
  中图分类号： TU441
- 收稿：2022-08-22，
  
  纸质出版：2023-10-25
- 稿件说明：
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郭毓熙, 章懿涛, 方祥位, 等. 不同含水和密实状态下珊瑚砂地基承载特性试验研究[J]. 土木与环境工程学报, 2023,45(5):49-57.

GUO Yuxi, ZHANG Yitao, FANG Xiangwei, et al. Experimental study on bearing characteristics of coral sand foundation under different water content states and relative compactnesses[J]. Journal of Civil and Environmental Engineering, 2023, 45(5): 49-57.
郭毓熙, 章懿涛, 方祥位, 等. 不同含水和密实状态下珊瑚砂地基承载特性试验研究[J]. 土木与环境工程学报, 2023,45(5):49-57. DOI： 10.11835/j.issn.2096-6717.2022.139.

GUO Yuxi, ZHANG Yitao, FANG Xiangwei, et al. Experimental study on bearing characteristics of coral sand foundation under different water content states and relative compactnesses[J]. Journal of Civil and Environmental Engineering, 2023, 45(5): 49-57. DOI： 10.11835/j.issn.2096-6717.2022.139.

摘要

珊瑚砂工程性质特殊，研究珊瑚砂地基的承载特性对岛礁工程建设具有重要意义。通过不同相对密实度（50%、65%、72%、80%和85%）、不同含水状态（干燥和饱和）及水位升降等工况下的珊瑚砂地基平板载荷模型试验，研究相对密实度和含水状态对珊瑚砂地基承载特性、颗粒破碎、分层沉降和土压力传递规律等的影响。结果表明：随着相对密实度的增大，干燥状态下珊瑚砂地基极限承载力增大，沉降减小；相对密实度80%以上的珊瑚砂颗粒破碎较明显；承压板正下方的土压力随深度增大而减小。饱和珊瑚砂地基的极限承载力约为干燥状态的44%，地基破坏时的沉降约为干燥状态的2倍，两次水位升降对地基承载力和沉降影响较小；距离承压板中心不同位置处，饱和（含水位升降）与干燥状态下珊瑚砂地基分层沉降呈现出不同的规律；3种工况下土压力传递规律相似。

Abstract

The engineering properties of coral sand are special

so it is important to study the bearing characteristics of coral sand foundation for island construction. The influences of relative compactness and water content state on the bearing deformation characteristics

particle breakage

layered settlement and the pattern of earth pressure transfer of coral sand foundation are studied through the plate loading model test of coral sand foundation under different working conditions

such as different relative compactness (50%

65%

72%

80% and 85%)

different water content states (dry or saturated) and water level variations. The results show that the bearing capacity of coral sand foundation increases and the settlement decreases with the increase of relative density in dry condition. The coral sand particles are broken more significantly while the relative compactness is greater than 80%. The earth pressure directly below the bearing plate decreases with increase of depth. The bearing capacity of coral sand foundation in saturated state is about 44% of that in dry state

the settlement in the failure is about 2 times of that in dry state

and the influence of two times of water level variation on the bearing capacity and settlement of foundation is small. At different locations from the center of the bearing plate

the developments of the layered settlement of coral sand foundations in saturated

water level variation and dry state are different. The pattern of earth pressure transfer is similar in the three states.

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references

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